Page 119 - Civil Engineering Formulas

Coefficients for Correcting Values in Table 2.2 for Various Methods of Support and of Loading*
deflection under
Max relative

Conditions of loading max relative safe Max relative load safe load 1.0 1.0 Load uniformly distributed over span 1 2 0.80 Load concentrated at center of span Two equal loads symmetrically concentrated l/4c 0.976 0.974 Load increasing uniformly to one end 3

TABLE 2.3 Beam supported at ends If distance a 1. If distance a 2. If distance a 3. *l

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